package 1c tender presentation 160407

8/14/2019 Package 1c Tender Presentation 160407

1/49

TAKLIMAT DAN LAWATAN TAPAK

16HB APRIL 2007

JABATAN KERJA RAYA MALAYSIA

PROJEK LEBUHRAYA PANTAI TIMUR (FASA 2), TERENGGANU

[PAKEJ 1C: DARI CH.6700 (Kawasan Sg Jabur)

KE CH.12837 (Ladang Bukit Sah)

DAERAH KEMAMAN , TERENGGANU DARUL IMAN

MAJID & ASSOCIATES SDN. BHD.MAJID & ASSOCIATES SDN. BHD.PASUKAN PROJEK LPT2PASUKAN PROJEK LPT2


2/49

PROJECT DESCRIPTIONPROJECT DESCRIPTION

Mainline: 6.137 km Length From Kawasan Sg Jabur to Ladang Bukit SahKawasan Sg Jabur to Ladang Bukit Sah

CH. 6,700m to CH. 12,837m

Ramp Road to R&R : 1.7 km

Two (2) Lane Dual Carriageway

Carriageway Width 2 x 3.75m

Median Width 6.00m

Paved Shoulder 3.00mDrain Reserve 6.5 m

Verge 2.5 m


3/49

i. Earthworks

Cut & Fill ii. Pavement

iii. Drainage

iv. Structures

Bridges / Elevated Structures

Vehicular Box Culverts (VBC)

Box culverts

Pipe Culvertsv. Foundation Soil Improvement

vi. Environmental Protection Works

vii. Traffic Management Plan

SCOPE OF WORKSCOPE OF WORK


4/49

Project DataPro

ject Data

i.i. BridgesBridges 5 nos.5 nos.ii.ii. Elevated StructuresElevated Structures 2 nos2 nos

iii.iii. Vehicular Box CulvertVehicular Box Culvert 1 nos.1 nos.iv.iv. Box CulvertsBox Culverts 2 nos.2 nos.v.v. Pipe CulvertsPipe Culverts 7 nos.7 nos.


5/49

Location MapLocation M

apPackage 1CPackage 1CCH6700 toCH6700 toCH12837CH128376.137 km6.137 km(mainline)(mainline)


6/49

EXISTING SITE CONDITIONS

SG. JABUR - CH.6890

CH.8600

R&R - CH.8925

ES - CH.6950

BRIDGE - CH.11062


7/49

EARTHWORKSEARTHWORKS


8/49

Typical Cross SectionTypical Cross Section


9/49

Typical Cut and Fill Section


10/49

DRAINAGEDRAINAGE


11/49

R.C. Pipe Culvert ( 7 nos.)Minor Culvert Crossing

R.C. Box Culvert, ( 2 nos.)

Major Culvert Crossing(stream crossing)

U-shaped concrete linedOutfall Drain

V-shaped or Trapezoidal concrete linedToe Drain

V-shaped concrete linedBerm Drain

Swale (earth drain)Median Drain

V-shaped concrete linedBench Drain

Swale (earth drain) for velocity 2m/s and when design flowexceeds swale capacity.

Roadside Drain

Concrete linedInterceptor Drain

DRAIN TYPE/ MATERIALSDRAIN COMPONENT

DRAINAGEDRAINAGE


12/49

STRUCTURESTRUCTURE


13/49

Structures: BridgesStructures: Bri dges

1. Sg. Jabur

Bridge

2. Elevated Structure 1(10 x 12 @ 120 m)

6. Bridge over Mainline for River & Underpass ramp to R&R

4. MIEL BridgecrossingMainline

5. Bridge over Mainline for Underpass ramp Exit from R&R

3. Elevated Structure 2

( 53x 12 @ 636 m )

7. Bridge atCH.11062

R & R Complex


14/49

``

Structures: CULVERTS & VBCStructures: CULVERTS & VBC

C5RCPVBC1

C1A BC C1RCP

C6RCP

C7 BC

C4RCP

C3RCP

C2RCP

C8RCP

R & R Complex


15/49

Structure

Bridge over Sg. Jabur ( 1x 40 m ) CH 6890Bridge over Sg. Jabur ( 1x 40 m ) CH 6890

Foundation : Bored Pile 900mmFoundation : Bored Pile 900mm


16/49

Bridge over Sg. Jabur ( 1x 40 m ) CH 6890Bridge over Sg. Jabur ( 1x 40 m ) CH 6890

Cross Section Wide Flange T BeamCross Section Wide Flange T Beam

Structure


17/49

Elevated Structure 1 and 2Elevated Structure 1 and 2

Elevated Structure 1 10 x 12m @ 120 mElevated Structure 2 53 x 12m @ 636

m


18/49

Cross Section of Elevated Structure 1 & 2Cross Section of Elevated Structure 1 & 2


19/49


20/49

Structure

Cross-section of Bridge at Over Mainline for MIEL Road

CH8100 - U Beam


21/49

Structure

Bridge over Mainline for Underpass Ramp Exit from R & RBridge over Mainline for Underpass Ramp Exit from R & R

CH 8719 (40/30/30 Span)CH 8719 (40/30/30 Span)Foundation : S un Piles 600 mm


22/49

Structure

Bridge over Mainline for River & Underpass Ramp To R & RBridge over Mainline for River & Underpass Ramp To R & R

CH 9800 ( 5 X 40 Span)CH 9800 ( 5 X 40 Span)Foundation : Bored Piles 900 mm


23/49

Structure

Bridge over stream CH 11062 ( 20/30/20 Span)Bridge over stream CH 11062 ( 20/30/20 Span)

Foundation : Spun Pile 600mmFoundation : Spun Pile 600mm


24/49

Structure

Bridge over stream CH 11062 ( 20/30/20 Span)Bridge over stream CH 11062 ( 20/30/20 Span)

Foundation : Spun Pile 600mmFoundation : Spun Pile 600mm


25/49

Bridge over stream CH 11062 ( 20/30/20 Span)Bridge over stream CH 11062 ( 20/30/20 Span)Cross SectionCross Section


26/49

Structure

Typical Detail of

Vehicular Box Culvert (VBC)


27/49

SOIL IMPROVEMENTSOIL IMPROVEMENT


28/49

Soil ImprovementSoil Improvement

FoundationFoundation Soil ImprovementRemove USM and replace with SuitableMaterial. ( Low water table area)Remove USM and replace with sand and non- woven geotextile filter. ( High water tablearea)Remove USM and replace with sand, non- woven geotextile filter & High strength woven

geotextile HS 200 ( Pending on SI Lab Test Results)Reinforced Earth Wall Abutment for BridgeCH 9800 for Underpass Ramp to R & R


29/49


30/49


Geotechnical Soil Improvement Soil Replacement


31/49


Geotechnical Soil Improvement Sand Replacement


32/49


Geotechnical Soil Improvement High Strength Geotextile HS 200


33/49

ENVIRONMENTALENVIRONMENTALPROTECTION WORKSPROTECTION WORKS


34/49

Environmental Protection WorksEnvironmental Protection Works

Environmental monitoringEnvironmental monitoring Air Air NoiseNoiseWater Water

Environmental controlEnvironmental controlSilt trapSilt trapSilt fencesSilt fencesWash troughWash troughSkid Tank Skid Tank Temporary earth drainTemporary earth drainWater bowser truck Water bowser truck


35/49

Erosion and Sediment Control PlanErosion and Sediment Control Plan

Silt Traps / Silt Fence


36/49

PICTURES OF EXISTING SITEPICTURES OF EXISTING SITECONDITIONSCONDITIONS

Existing Site At R & R Near Ladang Dragon FruitsExisting Site At R & R Near Ladang Dragon Fruits


37/49

Existing Site At R & R Near Ladang Dragon FruitsExisting Site At R & R Near Ladang Dragon FruitsCH 8850CH 8850

E i ti g Sit At R & R ( L d g D g F it ) @ CH 8925Existing Site At R & R ( Ladang Dragon Fruits) @ CH 8925


38/49

Existing Site At R & R ( Ladang Dragon Fruits) @ CH 8925Existing Site At R & R ( Ladang Dragon Fruits) @ CH 8925

E isting Site At CH 6950 Ele ated Str ct resExisting Site At CH 6950 Elevated Structures


39/49

Existing Site At CH 6950 Elevated StructuresExisting Site At CH 6950 Elevated Structures



40/49


Existing Site Condition At Sg Jabur Floodplain CH 8600Existing Site Condition At Sg Jabur Floodplain CH 8600


41/49

Existing Site Condition At Sg Jabur Floodplain CH 8600Existing Site Condition At Sg Jabur Floodplain CH 8600

Existing Site At Sg Jabur CH 6890Existing Site At Sg Jabur CH 6890


42/49




43/49


Existing Stream for Proposed Bridge At CH 11062Existing Stream for Proposed Bridge At CH 11062


44/49

Existing Stream for Proposed Bridge At CH 11062Existing Stream for Proposed Bridge At CH 11062


45/49


46/49

COMPULSORYCOMPULSORYREQUIREMENTSREQUIREMENTS


47/49

Submit Programme of Works by qualified Planner Submit Programme of Works by qualified Planner before commencement of worksbefore commencement of works

Submit QA/QC Plan by qualified Engineer beforeSubmit QA/QC Plan by qualified Engineer beforecommencement of workscommencement of works

Submit EMP by qualified Environmental SpecialistSubmit EMP by qualified Environmental Specialistbefore commencement of worksbefore commencement of works

Submit Health & Safety Plan by qualified person fromSubmit Health & Safety Plan by qualified person fromDOSH before commencement of worksDOSH before commencement of works

Proof Rolling before commencement of pavementProof Rolling before commencement of pavementworksworks

COMPULSORY REQUIREMENTSCOMPULSORY REQUIREMENTS


48/49

THANK YOUTHANK YOU


49/49

ROUTE MAPROUTE MAP

package 1c tender presentation 160407

Documents